Lam Lee Add-LR000517 CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1799
Project 00-014 Lam Lee pg 1 of 2 Report Numbe 00-014.199
; SPECIFICATIONS I PROJECT DATA
Strength (psi): i30O0 PSI @ 28 days ~Date of Placement: 15/17/00
iSlump(in.): 14-6 !Sampled by: Dererld Lloyd
IAir Content(%): N/A !Weather; ICool/Clear
IConcrete Temp(F): iNot to exceed 100° !Supplier/Mix: iPioneer / 9327
FIELD DATA SET # 1
Ticket #: i 508114 Time Batched: I 4:45:00 AM iTime Sampled: 5:30:00 AM
iSlump (in.): i 4.5 lair Content: i, N/A Unit Weight (pc0: N/A
!Concrete Temp(F): 79° ~ir Temp (F): ~i 68° Yardage: 120
[Location/Remarks: il 50' South and 35' West of Northwest comer.
SET t CYLINDER [ DATE AGE I MAX LOAD STRENGTH/ TEST CYLINDER NOTES
NO. NO. ~, TESTED[ (days) (lbs) Ii (psi) ! RESULT SOURCE
I 1 ! 01 i5/24/001 7 74000 ~ 2620
1i 02 !6/ 5/00i 28 ,
i1~ 03 ;6/15/00 28
, !
,11I~ 04 , I Hold ,
FIELD DATA SET #2
Ticket#: i 508118 ITime Batched: 5:18:00 AM ~iTime Sampled: i 6:10:00 AM
i I Air Content: iUnit Weight (pcf): ~ N/A
iSlump (n.) 4.5 N/A ~ :
Concrete Temp(F): ! 78" A r Temp (F): 68" !Yardage: 150
Location/Remarks: 300' West and 35' North of Northwest comer
SET i CYLINDER DATE i AGE MAX LOAD :STRENGTH! TEST CYLINDER NOTES
NO. NO. :TESTED (days) (lbs) (psi) i RESULT SOURCE
2 r 01 : 5/24/001 7 53000 ; 1870
2 ' 02 6/15/001 28 ~ ' ;
i 2 i 03 !6/15/001 28 :
;2! 04 ! i Hold I I
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPLY
VVITH PROJECT SPECIFICATIONS UNLESS INDICATED "NON-COMPLIANCE" IN NOTES. FIELD TESTS BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER APPLICABLE
ASTM STANDARDS: C138, C143, C172, C231. CYLINDERS MOLDED AND CURED BY SOILTECH ENGINEERING AND TESTING, INC, ARE PER ASTM C31, TESTED PER ASTM
SOIjLT~['CH ENG__~EER~:3 ANI~ TESTING, INC.
~ Ja)/nes M. Perdue
'"6'eneral Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817,589.7279 metro ° 817.595.0708 fax
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1799
Project 00-014 Lam Lee pg 2 of 2 Report Numbe 00-014.199
SPECIFICATIONS Date PROJECT DATA
;Strength (psi): 13000 PSI {~ 28 Days of Placement: 5/17/00
N/A '
iSlump(in.): 4-6 iSampled by: Dererk / Lloyd
iAir Content(%): Weather: Cool / Clear
iConcrete Temp(F):IN°t to exceed 100° Supplier/Mix: Pioneer / 9327
FIELD DATA SET #$
!'Ticket #: 508124 Time Batched: 5:18:00 AM iTime Sampled: 6:55:00 AM
Slump (in.): 4 Air Content: N/A iUnit Weight (pcf): N/A
[Concrete Temp(F): 80° Air Temp (F): 70° iYardage: i 210
',Location/Remarks: 25' South and 15' East of Nothwest comer
; i
! SET! CYLINDER DATE i AGE ! MAX LOAD STRENGTH TEST i CYLINDER NOTES
NO. I NO. i TESTED[ (days) i (lbs) (psi) RESULTi SOURCE
5/24/001
3i 01 , 7 72000 2550 ,
i 3 [ 02 !6/15/00 28 ,
, 3i 03 !6/].5/00 28 '
i 3! 04 I Hold ~ j
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPLY
WITH PROJECT SPECIFICATIONS UNLESS INDICATED "NON-COMPLIANCE" IN NOTES. FIELD TESTS BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER APPLICABLE
ASTM STANDARDS: C138, C143, C172, C231. CYLINDERS MOLDED AND CURED BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM
SOILTECH ENGINEERING AND TESTING, INC.
James M. Perdue
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro ° 817.595.0708 fax